000011639 001__ 11639 000011639 005__ 20141205155931.0 000011639 04107 $$aeng 000011639 046__ $$k2008-10-12 000011639 100__ $$aShimada, Yuko 000011639 24500 $$aDynamic Collapse Test on 3-D Steel Frame Model 000011639 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering 000011639 260__ $$b 000011639 506__ $$arestricted 000011639 520__ $$2eng$$aThe collapse process of building under severe earthquake is not clarified yet. In order to make it clear, shaking table test of a full-scale building at E-Defense is conducted in 2007. This paper presents a pre-consideration of the full-scale collapse test. Main purposes of this study are follows; (1) to collapse three-dimensional steel frame model by three-dimensional input wave, and (2) to measure exactly dynamic collapse behavior of three-dimensional steel frame model. The specimen is 2-story and 1×1 span steel frame model designed as column yield-type. Input wave is three-dimensional acceleration record which is JMA Kobe record scaled in time domain corresponding to the scale of model. Finally the frame model lost restoring force because of local buckling at all columns of the first story. Dynamic behavior up to collapse was surely measured by couplings of potentiometer-type displacement transducers. Obtained results are effective to verify not only the instrumentation measurement methods but also numerical analytical methods for collapse simulation in steel structures. 000011639 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb. 000011639 653__ $$aSteel Moment Frame, Shaking Table Test, Collapse, Three-Dimension 000011639 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15 000011639 720__ $$aShimada, Yuko$$iMatsuoka, Yuichi$$iYamada, Satoshi$$iSuita, Keiichiro 000011639 8560_ $$ffischerc@itam.cas.cz 000011639 8564_ $$s355003$$uhttps://invenio.itam.cas.cz/record/11639/files/05-05-0030.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0030. 000011639 962__ $$r9324 000011639 980__ $$aPAPER